Small-strain constrained elastic modulus of clean quartz sand with various grain size distribution |
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Affiliation: | 1. School of Transportation, Southeast University, C-210096 Nanjing, China;2. Chenya Technology Co. Ltd., C-050000 Hebei, China;3. Univ Orléans, Univ Tours, INSA CVL, LaMé EA 7494, France;1. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;1. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China;2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China;1. OYO Corporation, Formerly Research fellow of Institute of Industrial Science, The University of Tokyo, Japan;2. Department of Civil Engineering, The University of Tokyo, Japan;3. Integrated Geotechnology Institute Ltd., Japan;4. Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand |
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Abstract: | Approx. 120 resonant column (RC) tests with additional P-wave velocity measurements using piezoelectric elements have been performed on 19 clean quartz sands with piecewise linear, gap-graded, S-shaped or other smoothly shaped grain size distribution curves. For each material different pressures and densities were tested. It is demonstrated that the extended empirical equations for the small-strain constrained elastic modulus proposed by the authors in an earlier paper work well also for most of the more complex grain size distribution curves tested in the present study. These equations considering the influence of the uniformity coefficient of the grain size distribution curve were developed based on the data from tests on linear gradations. A further improvement of the prediction for the more complex grain size distributions can be achieved if the correlation equations are applied with a specially defined average inclination of the grain size distribution curve. Such an improvement is demonstrated not only for the small-strain constrained elastic modulus, but also for small-strain shear modulus, modulus degradation and Poisson's ratio. |
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Keywords: | P-wave velocity Small strain constrained elastic modulus Quartz sand Grain size distribution curve Uniformity coefficient |
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